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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.5 CrAccepted-AOC HOSPITAL ROAD P O SONAIMUKH TULARGRAM P I WARD NO 02 SONAI CACHAR ASSAM 788119 | CACHAR | ASSAM | 788119 | ₹2.5 Cr | 1 | Accepted-AOC L1 Awarded |
| 2 | 2₹2.5 Cr+₹1.7 L (0.67%)Rejected-AOC | ₹2.5 Cr+₹1.7 L (0.67%) | 2 | Rejected-AOC L2 |
| 3 | Rejected-Technical LONGAI T E CHANDKIRA PATHARKANDI SRIBHUMI ASSAM | SRIBHUMI | SRIBHUMI | ASSAM | - | - | Rejected-Technical Technical |
| 4 | Not Admitted-Fee/PreQual/Technical WARD 4 RABINDRA SARANI HAILAKANDI ASSAM PIN 788151 | HAILAKANDI | ASSAM | 788151 | - | - | Not Admitted-Fee/PreQual/Technical Others-withdrawn |
| 5 | Not Admitted-Fee/PreQual/Technical BAHADURPUR BRAJAPUR HAILAKANDI ASSAM | - | - | Not Admitted-Fee/PreQual/Technical Others-withdrawn |
| Sl No | Description | Qty | Unit | M/S EMPIRE INFRA PROJECTS H1 | NURUL ISLAM LASKAR H2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
All kinds of soil | 12.96 | Cum | 180 ₹2,332.8 Lowest | 183 ₹2,371.68 |
| 2.00 | Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundations trenches or drains (not exceeding 1.5 m in width as well or 10 sq.m. on plan) including dressing of sides and remaining of bottoms, Lift upto 1.5m, including geting out the excevated soil as directed,within a lead of 50m.
All kinds of soil | 87.04 | Cum | 250 ₹21,760 Lowest | 256 ₹22,282.24 |
| 3.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 18 | Cum | 300 ₹5,400 Lowest | 329 ₹5,922 |
| 4.00 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. | 966 | Cum | 230 ₹2,22,180 | 227 ₹2,19,282 Lowest |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size
derived from natural sources) | 17.95 | Cum | 6,000 ₹1,07,688 Lowest | 6,109 ₹1,09,644.33 |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Ccement : 3 manufactured sand derived from Recycled concrete aggrigate (RCA) : 6 graded stone aggregate 20mm nominal size Recycled Aggrigate (RC) | 2 | Cum | 5,000 ₹10,000 | 4,579 ₹9,158 Lowest |
| 7.00 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 208.71 | Sqm | 340 ₹70,961.4 | 331 ₹69,083.01 Lowest |
| 8.00 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 364.7 | Sqm | 600 ₹2,18,820 Lowest | 609 ₹2,22,102.3 |
| 9.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de
rived from natural sources) | 120.7 | Cum | 7,500 ₹9,05,287.5 | 7,477 ₹9,02,511.29 Lowest |
| 10.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 61.71 | Cum | 10,000 ₹6,17,100 | 9,583 ₹5,91,366.93 Lowest |
Tender Value
₹2.8 Cr
EMD Value
₹5.6 L
Closing Date
30 May 2026, 2:00 pmClosed
Chief Engineer
Chandmari
Tea Garden School
2026_PWBNH_52429_1
2026_PWBNH_52330_1.
Open Tender
Civil Works - Building
Item Rate
210 days
Cachar
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,650
₹5.6 L
Yes
Chandmari
3 Aug 2026
20 May 2026
30 May 2026
20 May 2026
30 May 2026
20 May 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
All kinds of soil | - | Cum | - | - |
| 2 | Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundations trenches or drains (not exceeding 1.5 m in width as well or 10 sq.m. on plan) including dressing of sides and remaining of bottoms, Lift upto 1.5m, including geting out the excevated soil as directed,within a lead of 50m.
All kinds of soil | - | Cum | - | - |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | - | Cum | - | - |
| 4 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. | - | Cum | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size
derived from natural sources) | - | Cum | - | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Ccement : 3 manufactured sand derived from Recycled concrete aggrigate (RCA) : 6 graded stone aggregate 20mm nominal size Recycled Aggrigate (RC) | - | Cum | - | - |
| 7 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | - | Sqm | - | - |
| 8 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 1 | Sqm | - | - |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de
rived from natural sources) | 1 | Cum | - | - |
| 10 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | Cum | - | - |
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